CN207714323U - Super large still-pressure dynamic replacement is hammered into shape - Google Patents
Super large still-pressure dynamic replacement is hammered into shape Download PDFInfo
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- CN207714323U CN207714323U CN201721560826.9U CN201721560826U CN207714323U CN 207714323 U CN207714323 U CN 207714323U CN 201721560826 U CN201721560826 U CN 201721560826U CN 207714323 U CN207714323 U CN 207714323U
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- hammer
- hammer ram
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Abstract
A kind of super large still-pressure dynamic replacement hammer, it includes hammer ram, tup to be characterized by it, and the total height of a diameter of 120cm of hammer ram, hammer ram are 420cm.The utility model passes through the floor space of reduction hammer ram under equal volume, increase the height of hammer ram to increase the impact energy of unit area, increase the still-pressure of hammer ram, so that the depth of basement process is deeper, multi-block thin slice is made in hammer ram simultaneously, Assembling is conducive to make, carry and safeguard, cost-effective.
Description
Technical field
The utility model belongs to construction machine field, is related to strong rammer hammer.
Background technology
The hammer ram still-pressure that the processing of existing market dynamic replacement uses is generally 60Kpa ~ 120Kpa.It is chiefly used in handling shallow
Layer foundation in saturated soft soil engineering.Hammer ram is sling using crawler crane tool, then breaking off relations falls, and hammer body does the movement of falling object
Certain impact energy is generated to pending ground.Impact energy squeezes into the material strength of the better performances such as rubble, slabstone, slag
In ground, pellet pier one by one is formed in ground, native form compound foundation between pier and pier, to improve foundation bearing capacity,
Reduce sedimentation.During dynamic replacement, soil structures are destroyed, and foundation soil body generates excess pore water pressure, but with the time
Increase, earth structure strength can be restored.Pellet pier generally has preferable water penetration, is conducive to excess pore water pressure in the soil body
It dissipates and generates consolidation.
At present use as shown in Figure 1, hammer ram 1 basal diameter be 220cm, be highly 90cm, the height of tup 2 is
57cm, this hammer ram are only used for reinforcing shallow poor subsoil ground since still-pressure is too small.For high saturation silt and stickiness
Soil processing depth is shallower, and especially for the more demanding engineering of foundation bearing capacity, this hammer ram can not meet design requirement.
Invention content
The purpose of the utility model is to overcome existing hammer ram there are the shortcomings that, it is big to provide a kind of impact energy, can make ground
The deeper super large still-pressure dynamic replacement hammer of depth of base processing.
Technical solution used by the utility model is hammered into shape for a kind of super large still-pressure dynamic replacement, is characterized by it and is wrapped
Hammer ram, tup are included, the total height of a diameter of 120cm of hammer ram, hammer ram are 420cm.
The utility model increases the height of hammer ram to increase the impact energy of unit area by the floor space of reduction hammer ram
Amount so that the depth of basement process is deeper, and the still-pressure of hammer ram makes up to 300Kpa, treated Di base Cheng Zai Li≤
500Kpa。
Tup height is 58cm.
Hammer ram is made of pedestal 11, fixed link 12, polylith hammer leaf 13, and fixed link is fixed on the base, and is machined on hammer leaf
With the matched through-hole of fixed link, hammer leaf is sleeved on fixed link, and a piece of hammer leaf is connected with below tup, and tup connects with fixed link
It connects.In order to make, convenient in carrying, multi-block thin slice, Assembling is made in hammer ram, and tup, pedestal working environment are disliked the most
It is bad, it is easily damaged, part replacement is only used as when safeguarding, it is cost-effective.
The first-class angle of circumference of pedestal is disposed with four fixed links.Uniform force.
The height of every piece of hammer leaf of hammer ram is 15cm.
The utility model, by reducing the floor space of hammer ram, increases the height of hammer ram to increase unit plane under equal volume
Long-pending impact energy increases the still-pressure of hammer ram so that the depth of basement process is deeper, while it is thin that polylith is made in hammer ram
Piece, Assembling are conducive to make, carry and safeguard, cost-effective.
Description of the drawings
Fig. 1 is the structural schematic diagram of existing dynamic replacement hammer
Fig. 2 is the structural schematic diagram of the utility model
Fig. 3 is the structural schematic diagram of pedestal and fixed link
Fig. 4 is the structural schematic diagram of tup
Fig. 5 is the vertical view of Fig. 4
Wherein:1 hammer ram, 11 pedestal, 12 fixed link, 13 hammer leaf, 2 tup.
Specific implementation mode
The utility model is further illustrated below in conjunction with the accompanying drawings
As shown in Figure 2-5, a kind of super large still-pressure dynamic replacement hammer, it includes hammer ram 1, tup 2, hammer ram it is a diameter of
The total height of 120cm, hammer ram are 420cm, and tup height is 58cm.Hammer ram is by pedestal 11, fixed link 12,13 groups of polylith hammer leaf
At four fixed link equal circumference angles are uniformly fixed on the base, substructure height 15cm, are machined on hammer leaf and are matched with fixed link
The through-hole of conjunction, the height of every piece of hammer leaf are 15cm, and hammer leaf is sleeved on fixed link, are connected with a piece of hammer leaf below tup, tup with
Fixed link connects.
Hammer ram still-pressure after engineered is more than 300Kpa, and tamping energy is more than 3000KN.m after hammer ram elevated height 10m,
Processing depth is 3m-5m.The impact energy for improving identical height unit area increases 3-5 times compared with common hammer ram.After processing
Bearing Capacity of Composite Foundation can reach design requirement.
Claims (4)
1. a kind of super large still-pressure dynamic replacement hammer, it is characterised in that it includes hammer ram(1), tup(2), hammer ram is by pedestal
(11), fixed link(12), polylith hammer leaf(13)Composition, fixed link are fixed on the base, and are machined on hammer leaf and are matched with fixed link
The through-hole of conjunction, hammer leaf are sleeved on fixed link, a piece of hammer leaf are connected with below tup, and tup is connect with fixed link, the diameter of hammer ram
Total height for 120cm, hammer ram is 420cm.
2. a kind of super large still-pressure dynamic replacement hammer according to claim 1, which is characterized in that tup height is
58cm。
3. a kind of super large still-pressure dynamic replacement hammer according to claim 1, it is characterised in that the first-class angle of circumference of pedestal
It is disposed with four fixed links.
4. a kind of super large still-pressure dynamic replacement hammer according to claim 1, it is characterised in that every piece of hammer leaf of hammer ram
Height be 15cm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721560826.9U CN207714323U (en) | 2017-11-21 | 2017-11-21 | Super large still-pressure dynamic replacement is hammered into shape |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721560826.9U CN207714323U (en) | 2017-11-21 | 2017-11-21 | Super large still-pressure dynamic replacement is hammered into shape |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207714323U true CN207714323U (en) | 2018-08-10 |
Family
ID=63061897
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721560826.9U Active CN207714323U (en) | 2017-11-21 | 2017-11-21 | Super large still-pressure dynamic replacement is hammered into shape |
Country Status (1)
Country | Link |
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CN (1) | CN207714323U (en) |
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2017
- 2017-11-21 CN CN201721560826.9U patent/CN207714323U/en active Active
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